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      [1]付章建,岳祖潤,梁文彥.混凝土局部樓蓋模態測試及FEM模擬分析[J].哈爾濱工程大學學報,2020,41(7):1029-1035.[doi:10.11990/jheu.201907027]
       FU Zhangjian,YUE Zurun,LIANG Wenyan.Modal test and finite element simulation of concrete local floor[J].hebgcdxxb,2020,41(7):1029-1035.[doi:10.11990/jheu.201907027]
      點擊復制

      混凝土局部樓蓋模態測試及FEM模擬分析(/HTML)
      分享到:

      《哈爾濱工程大學學報》[ISSN:1006-6977/CN:61-1281/TN]

      卷:
      41
      期數:
      2020年7期
      頁碼:
      1029-1035
      欄目:
      出版日期:
      2020-07-05

      文章信息/Info

      Title:
      Modal test and finite element simulation of concrete local floor
      作者:
      付章建12 岳祖潤1 梁文彥3
      1. 石家莊鐵道大學 土木工程學院, 河北 石家莊 050043;
      2. 河北省建筑科學研究院有限公司, 河北 石家莊 050021;
      3. 哈爾濱工程大學 航天與建筑工程學院, 黑龍江 哈爾濱 150001
      Author(s):
      FU Zhangjian12 YUE Zurun1 LIANG Wenyan3
      1. College of Civil Engineering, Shijiazhuang Tiedao University, Shijiazhuang 050043, China;
      2. Hebei Academy of Architectural Sciences Institute Co., Ltd., Shijiazhuang 050021, China;
      3. College of Aerospace and Civil Engineering, Harbin Engineering University, Harbin 150001, China
      關鍵詞:
      局部樓蓋模態測試單點拾振自互功率譜FEM模擬自振頻率阻尼比振動模態
      分類號:
      TU375.2;TU317
      DOI:
      10.11990/jheu.201907027
      文獻標志碼:
      A
      摘要:
      為研究局部樓蓋動力特性365英超体育投注,本文以某小學體育館框架結構體系為工程背景,采用環境激勵對一層局部樓蓋進行了模態測試。通過合理布置測點365英超体育投注,采用單點拾振準確獲取各測點振動加速度365英超体育投注,并利用自互功率譜方法進行模態識別365英超体育投注,得到局部樓板實測動力特性365英超体育投注。采用有限元法進行模擬分析,結果表明:所得有限元分析結果與現場實測結果前兩階振型圖基本一致365英超体育投注,振動頻率偏差值僅為3.7%和5.9%365英超体育投注,本文測試方法與模擬方法可以有效掌握結構局部樓蓋動力特性365英超体育投注,從而為動力測試和有限元模擬提供參考和依據。

      參考文獻/References:

      [1] International Organization for Standardization. ISO10137:2007, Bases for design of structures-serviceability of buildings and walkways against vibrations[S]. Switzerland:International Organization for Standardization, 2007.
      [2] ISO. ISO 2631-2:2003, Mechanical vibration and shock-Evaluation of human exposure to whole body vibration-Part 2:vibration in buildings (1 Hz to 80 Hz)[S]. Switzerland:International Organization for Standardization, 2003.
      [3] American Institute of Steel Construction, Canadian Institute of Steel Construction. Steel design guide series:floor vibrations due to human activity[S]. Chicago:American Institute of Steel Construction, 1997.
      [4] IStructE Working Group. Dynamic performance requirements for permanent grandstands subject to crowd action:interim guidance on assessment and design[M]. London:Institution of Structural Engineers, 2001.
      [5] British Standard Institution. BS6472-1:2008, Guide to evaluation of human exposure to vibration in buildings:Part 1:vibration sources other than blasting[S]. UK:British Standards Institute, 2008.
      [6] British Standards Association. BS 5400, Steel, concrete and composite bridges[S]. UK:British Standards Association, 1978.
      [7] The UK Concrete Society. The concrete society technical report No. 43:post tensioned-concrete floors design handbook[M]. Camberley:Concrete Society, 2007.
      [8] PCI Industry Handbook Committee. PCI design handbook:precast and prestressed concrete[M]. 6th ed. Chicago:Precast/Prestressed Concrete Institute, 2004.
      [9] PCI Industry Handbook Committee. PCI design handbook:precast and prestressed concrete[M]. 7th ed. Chicago:Precast/Prestressed Concrete Institute, 2010.
      [10] 北京市市政工程研究院. CJJ 69-1995, 城市人行天橋與人行地道技術規范[S]. 北京:中國建筑出版社, 1996.Beijing Municipal Engineering Research Institute. CJJ 69-1995, Technical specifications of urban pedestrian overcrossing and underpass[S]. Beijing:China Construction press, 1996.
      [11] 中華人民共和國住房和城鄉建設部. GB 50010-2010, 混凝土結構設計規范(2015年版)[S]. 北京:中國建筑工業出版社, 2011.Ministry of Housing and Urban Rural Development of the People’s Republic of China. GB 50010-2010, Code for design of concrete structures[S]. Beijing:China Building Industry Press, 2011.
      [12] 中華人民共和國住房和城鄉建設部. JGJ 3-2010, 高層建筑混凝土結構技術規程[S]. 北京:中國建筑工業出版社, 2011.Ministry of Housing and Urban Rural Development of the People’s Republic of China. JGJ 3-2010, Technical specifications of urban pedestrian overcrossing and underpass[S]. Beijing:China Building Industry Press, 2011.
      [13] 中華人民共和國住房和城鄉建設部. JGJ 99-2015, 高層民用建筑鋼結構技術規程[S]. 北京:中國建筑工業出版社, 2016.Ministry of Housing and Urban Rural Development of the People’s Republic of China. JGJ 99-2015, Technical specification for steel structure of tall building[S]. Beijing:China Building Industry Press, 2016.
      [14] 中國工程建設標準化協會. CECS 273-2010, 組合樓板設計與施工規范[S]. 北京:中國計劃出版社, 2010.CECs. CECS273-2010, Code for composite slabs design and construction[S]. Beijing:China Planning Press, 2010.
      [15] 國家技術監督局, 中華人民共和國建設部. GB 50190-1993, 多層廠房樓蓋抗微振設計規范[S]. 北京:中國標準出版社, 1993.State Bureau of Technical Supervision, Ministry of Construction of the People’s Republic of China. GB 50190-1993, Code for design of anti-microvibration of multistory factory floor[S]. Beijing:China Standards Press, 1993.
      [16] 中華人民共和國住房和城鄉建設部. GB 50868-2013, 建筑工程容許振動標準[S]. 北京:中國計劃出版社, 2013.Ministry of Housing and Urban Rural Development of the People’s Republic of China. GB 50868-2013, Standard for allowable vibration of building engineering[S]. Beijing:China Planning Press, 2013.
      [17] LEE S H, LEE K K, WOO S S, et al. Global vertical mode vibrations due to human group rhythmic movement in a 39 story building structure[J]. Engineering structures, 2013, 57:296-305.
      [18] IVANOVIC’ S, PAVIC A, REYNOLDS P. Modal testing and FE model tuning of a lively footbridge structure[J]. Engineering structures, 2006, 28(6):857-868.
      [19] CAETANO E, CUNHA á, MAGALHêES F, et al. Studies for controlling human-induced vibration of the Pedro e Inês footbridge, Portugal. Part 1:assessment of dynamic behaviour[J]. Engineering structures, 2010, 32(4):1069-1081.
      [20] 陳雋, 折雄雄, 劉秦生. 青島體育中心綜合訓練館大跨混凝土樓蓋振動舒適度測試與分析[J]. 建筑結構, 2011, 41(8):115-119.CHEN Jun, SHE Xiongxiong, LIU Qinsheng. Modal testing and vertical vibration serviceability analysis of large-span pre-stressed concrete floor of training hall in Qingdao sport center[J]. Building structure, 2011, 41(8):115-119.
      [21] 操禮林, 李愛群, 張志強, 等. 大跨度組合樓蓋人致振動分析與實測研究[J]. 西南交通大學學報, 2012, 47(6):922-928.CAO Lilin, LI Aiqun, ZHANG Zhiqiang, et al. Human-induced vibration analysis and measurement of long-span composite floors[J]. Journal of Southwest Jiaotong University, 2012, 47(6):922-928.
      [22] 陸偉東, 藍宗建, 劉偉慶, 等. 某高層建筑結構動力測試與抗震性能分析[J]. 世界地震工程, 2010, 26(3):169-174.LU Weidong, LAN Zongjian, LIU Weiqing, et al. Vibration test of a high-rise building and seismic performance analysis[J]. World earthquake engineering, 2010, 26(3):169-174.
      [23] 馬斐, 張志強, 張曉峰, 等. 高鐵站房大跨鋼樓蓋行車和人群荷載激勵下振動響應實測與分析[J]. 建筑結構學報, 2018, 39(1):109-119.MA Fei, ZHANG Zhiqiang, ZHANG Xiaofeng, et al. Vibration response measurement and analysis of large-span steel floor structure at high-speed rail station under moving train and crowd excitations[J]. Journal of building structures, 2018, 39(1):109-119.
      [24] 安琦. 弦支組合樓蓋結構力學性能分析及人致振動理論研究[D]. 天津:天津大學, 2017.AN Qi. Study on the mechanical properties and human-induced vibration of cable supported composite floor system[D]. Tianjin:Tianjin University, 2017.
      [25] 李繼孟. 某體育館看臺振動舒適度測試與分析[D]. 長沙:湖南大學, 2012.LI Jimeng. Testing and analysis of vibration comfort of an gymnasium bleachers[D]. Changsha:Hunan University, 2012.

      備注/Memo

      備注/Memo:
      收稿日期:2019-07-06365英超体育投注。
      基金項目:國家自然科學基金項目(11532013).
      作者簡介:付章建,男,高級工程師,博士研究生;岳祖潤,男,教授,博士生導師.
      通訊作者:岳祖潤,E-mail:yzr1898@qq.com.
      更新日期/Last Update: 2020-08-15
      365英超体育投注

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